CEAA ENVIRONMENTAL ENVIRONMENTAL IMPACT ASSESSMENT AMBASSADOR BRIDGE ENHANCEMENT PROJECT. Replacement Span and Plaza Expansion APPENDIX A
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1 mbassador Bridge Enhancement Project CE EVROMETL EVROMETL MPCT SSESSMET MBSSDOR BRDGE EHCEMET PROJECT Replacement Span and Plaza Expansion PPEDX PRELMRY DESG Consulting Professionals of Ontario, LLP Submitted in December 00, updated in pril 0, and revised in May 0
2 CTY OF DETROT, MCHG, UTED STTES CTY OF WDSOR, OTRO, CD COTRCT PLS DEX OF PLS DETROT TERTOL BRDGE COMPY SHEET DESCRPTO KEY SHEET MBSSDOR BRDGE EHCEMET PROJECT MBSSDOR BRDGE EHCEMET PROJECT- DETROT PLZ COECTOR DETLS MBSSDOR BRDGE EHCEMET PROJECT- WDSOR PLZ COECTOR DETLS PL D ELEVTO ( OF ) PL D ELEVTO ( OF ) PL D ELEVTO ( OF ) TO LVO TO SOUTHFELD TO HMTRMCK Tiger Stadium TYPCL SECTO TOWER PER TOWER PER 4 PER DETLS TO DERBOR BEG PROJECT BEG BRDGE Memorial Roosevelt TS ED PROJECT ED BRDGE Clark Riverside & Marina McKee mbassador mbassador Campbell Ernest tkinson TO RVERSDE PLS PREPRED BY: Wilson Grove OTE: THE SCLE OF THESE PLS MY HVE CHGED DUE TO REPRODUCTO. TO MOROE Mil Heritage South Superior PREFERRED LTERTVE Mic Mac REVSED VERSO US Tower located in RR Easement TO MCGREGOR PROJECT LEGTH S BSED O { COSTRUCTO LEGTH OF PROJECT METERS (FT) KM (MLES) RODWY BRDGES 89m (604 ).0km (.mi) ET LEGTH OF PROJECT 89m (604 ).0km (.mi) EXCEPTOS GROSS LEGTH OF PROJECT 89m (604 ).0km (.mi) PPLCT: DETROT TERTOL BRDGE COMPY BRDGE O.: WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: REVSED JUE 9, 0 SHEET: OF SHEET O. 8/6/0 :0:0 PM F:\PROJECT\ \struct\069_CD\keysrd0.dgn
3 W. VEROR HWY. C5 C C C T0 T4 T5 T T8 T9 T6 T T T C C C4 C C4 C5 C6 C C8 C0 C9 T8 C9 C8 T C T6 C6 T5 T4 T T T DBC 0 X0 BUS COPY SPECTO CBP 8,45 SF C0 COPY VCS BULDG 6TH STREET TH STREET -5 B ORFOLK SOUTHER TH STREET TH STREET LFYETTE BLVD W BLVD W FORT ST. (SR ) JEFFERSO VE W RDOLPH VE. RDOLPH VE. MBSSDOR BRDGE EHCEMET PROJECT SK VE. SK VE. UVERSTY VEUE W CLFOR VE. CLFOR VE. FCHETTE ST. RDOLPH VE. SK VE. CLFOR VE. WYDOTTE ST. RKL VE. RDOLPH VE. UO ST. RDOLPH VE. BGLEY STREET 0th ST. PORTER STREET 8TH STREET ST. E STREET 00 YER FLOOD PL LE EL FT STTE OF MCHG, UTED STTES PROVCE OF OTRO, CD EXSTG MBSSDOR BRDGE RVERSDE DRVE W SUSET VE. PTRC RD. VST PL. UVERSTY VEUE W SUSET VE. EXSTG MBSSDOR BRDGE WYDOTTE ST. SUSET VE. PTRC RD. WLUT ST. CLFOR VE. UO ST. EXSTG WDSOR COLLEGE DR. CUSTOMS PLZ HURO CHURCH RD. -5 B -96 WB HURO CHURCH RD. -5 SB -96 EB B L V D JEFFERSO VE W PROPOSED MBSSDOR BRDGE EHCEMETS BHS-4 BHS- BHS- BHS- BHS-0 SDWCH ST. BHS-8 PETER ST. LEXDER VE. PETER ST. D RD. BHS-9 ROSEDLE VE. VCTOR ST. ROSEDLE VE. D RD. EXPDED PLZ W Y F W DETROT ST. WYDOTTE ST. PCHE ST. RY ST. MLL ST. GRD BLVD W E F Y E T T -5 SB -5 B L H E R F S W BEG PROJECT GRD BLVD W ORFOLK SOUTHER RVERSDE PRK D MR ED DETROT ST. PROJECT RUSSELL ST. SDWCH ST. PETER ST. DOELLY ST. BBY ST. LPORTE VE. TOURER ST. LWOOD PL. FELX VE. BLOOMFELD RD. -5 SB MLL ST. LEGED 66.40m (84 ).4m (550 ) 66.40m (84 ) MBSSDOR BRGDE EHCEMET PROJECT 5m (066 ) El. 50.9m (49.5 ) Exist Bridge Prop. Bridge El m (66.8 ) 5m (066 ) 8/6/0 :04:44 PM F:\PROJECT\ \struct\069_CD\sheet0.dgn 44 PROPOSED PROFLE GRDE (699 ) EXSTG GRDE m (640.4 ) (+) 0.% (+) 5.000% PROPOSED PROFLE GRDE P EL (59.8 ) (589.6 ) 80.0 (59.6 ) (590.6 ) 80.0 (59.6 ) EL 80. (59. ) (59.8 ) 80.5 (59. ) 8.4 (595.4 ) 9.8 (590 ) 8.5 (60. ) 80.9 (59. ) (6.8 ) El. 90.4m (95.98 ).6m 5m (90 ) (69.5 ) 5m (90 ) 5m (8 ) 5m (8 ) MLW El. 4.m Exist. avigational (5.0 ) Envelope 5m (54 ) 5m (54 ) 5m (40 ) pproximate Rock Line pproximate Rock Line pproximate Rock Line (59. ) ST BEG BRDGE ST = ST RMP TO TOLLS (64. ) (59.4 ) EL (64.8 ) FORT ST. ST TOWER CHORGE PER ST JEFFERSO ST. ST TOWER ST EL.45 (9.8 ) (640.4 ) 95.6 (640. ) (656.8 ) (656. ).59 (694. ) 9.5 (589. ) 0.90 (689.6 ) (59.8 ) P EL 9.60 (85 ) +.89 EL.96 TOWER (4. ) ST RVERSDE DR WEST. ST UVERSTY VE WEST. ST EL.68 (69.8 ) TOWER CHORGE PER MUCPLTES: 5 (499 ) SHEET: (+) 5.000% VGTO EVELOPE (-) 4.554% EXSTG GRDE DETROT RVER 5.90 (06 ) 9.94 (590. ) 0.90 (.4 ).855 (58.5 ) 4.94 (8. ) (55 ) 8.48 (49.6 ) 65.6 (54. ) 6.98m (0.94 ) V.C. 0.5 (56.5 ) 6.56 (56.6 ).40 (58. ) (5. ) (56. ) (540.6 ) 8.8 (49. ) 0.9 (558. ) 4.8 (. ) (5.4 ) 0.9 (.4 ) (58. ) 5.64 (0.5 ) (59.6 ). (69.6 ) ST PETER ST. ST m V.C. (-)4.554% (-).468% (59. ) P EL (68.8 ) (59. ) 0.09 (666. ) EL 0.85 (66. ) VCTOR ST. ST WYDOTTE ST. ST (66.8 ) (595. ) (654.9 ) (594 ) 96. (64.5 ) 8.9 (598.4 ) 9.66 (6. ) 8.5 (599.5 ) (60. ) m (40 ) (596.6 ) 8.5 (65.4 ) PPLCT: BRDGE O.: WTERWY: MLE #: DETROT TERTOL BRDGE COMPY DETROT RVER 9.5 REVSED JUE 9, 0 OF MBSSDOR BRDGE EHCEMET PROJECT
4 MBSSDOR BRDGE EHCEMET PROJECT DETROT PLZ COECTOR DETLS. R HWY O ER W. V -5 B -96 WB -5 SB -96 EB W. V ER O R HWY. 0th ST. CLRK PRK BG L EY STR EET PO RTER STREE T PO RTER S T. W GRD BLVD DUTY FREE D BC 0 X0 T0 T T9 T8 T T6 T5 T4 T T T BUS SPECT O T5 T4 C VC S BU LD G C D V L L F Y ETT BL V D. -5 SB Y E SB Y 5 B 5 R E H S F C6 C5 C4 C BEG PROJECT W F STREET L C C 4TH T T F C8 STREET SCOTTE ST. CLRK PRK CLRK ST. B C9 8TH STRE ET CBP 8, 45 SF C0 6TH COPY C STREET W C4 4TH STREET C8 C5 TH C9 C6 ST. E STREET C0 C 6TH STREET COPY T6 C E B 5 - T TH STREET T T T8 L F Y ETTE BL V D W L F Y ETTE BL V D W W :05:46 PM ) R S T. ( RT S FO JEFFERSO VE W LEGED CLRK ST. F:\PROJECT\ \struct\ 06 9_CD\sheet0.DG ) R S T. ( RT S FO ) R S T. ( RT S FO E W V O ERS EFF J 00 YER FLOOD PL LE EL FT (6.4 m) MBSSDOR BRDGE EHCEMET PROJECT PPLCT: THER U K SO L RFO O ORFOLK SOUTHER DETROT TERTOL BRDGE COMPY BRDGE O.: WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: RK DE P ERS V R R D M REVSED JUE 9, 0 SHEET: OF 8/6/0 MBSSDOR BRDGE EHCEMET PROJECT DETROT PLZ COECTOR DETLS
5 WYDOTT E ST. MBSSDOR BRDGE EHCEMET PROJECT WDSOR PLZ COECTOR DETLS COLLEGE VE EXSTG WDSOR BRDGE PLZ EXSTG MBSSDOR BRDGE HURO CHURCH RD. HURO CHURCH RD BHS-9 9 ST. M LL V CTOR ST. F:\PROJECT\ \struct\ 06 9_CD\sheet04.dgn EXPDED PLZ ED PROJECT LEGED PPLCT: DETROT TERTOL BRDGE COMPY :06: PM MBSSDOR BRDGE BRDGE O.: EHCEMET PROJECT WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: REVSED JUE 9, 0 SHEET: 4 OF 8/6/0 MBSSDOR BRDGE EHCEMET PROJECT WDSOR PLZ COECTOR DETLS 4
6 FORT ST (SR ) JEFFERSO VE PROPERTY OWERS: :50 Detroit nternational Bridge Company Existing Piers 96.55m (9.9 ) CSX Transportation to remain to Existing Tower Bent CSX Transportation Mexican Town Real Estate Mexican Town Real Estate City of Detroit Recreation Department City of Detroit Recreation Department For Pier details, see sheet 0 For Tower Pier details, see sheet m (04.8 ) MTCH LE m 5.0m 66.40m (84.0 ).4m (550 ) (94. ) (4.9 ) to Tower Pier Pier 8 (Gateway) Begin Proposed Bridge Sta Pier Sta Pier Sta El. 50.9m Tower Pier Sta m (0.4 ) Meters Feet (49. ) 5.8m 5.8m (00 ) PL (00 ) 04.80m 04.80m (000 ) (000 ) 8/6/0 ::04 PM F:\PROJECT\ \struct\069_CD\planelev0a_ltr.dgn 4.m (900 ) 4.84m.6m (00 ) 8.88m 5.40m (500 ).9m (400 ) * Vertical elevations are based upon the Detroit River, Low Water Datum, GLD 985 (El. 4.m (5. )). pproximate Rock Line El. 44.8m (45 ) Meters 0 00 Feet 400 FORT ST (SR ) ELEVTO JEFFERSO VE W.69m (4.6 ).m (56. ) (Typ. Span ) (Typ. Span ) PPLCT: DETROT TERTOL BRDGE COMPY BRDGE O.: WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: REVSED JUE 9, 0 SHEET: 5 OF PL D ELEVTO ( OF ) PROPOSED BRDGE OVER DETROT RVER MTCH LE m (900 ) 4.84m.6m (00 ) 8.88m 5.40m (500 ).9m (400 ) 5
7 Detroit River See sheet 5 of for list of property owners. OHW El. 5.8m (55.4 ) MLW El. 4.m (5. ) Existing Seawall :50 (Riparian Edge) Proposed Bridge and Channel xis 96.55m (9.9 ) to Existing nchorage Pier Existing Bridge 56.88m (850 ) Lat " Long " W 49.4m (8.4 ) 8/6/0 ::0 PM F:\PROJECT\ \struct\069_CD\planelev0a_ltr.dgn 5.8m (00 ) 04.80m (000 ) 4.m (900 ) 4.84m.6m (00 ) 8.88m 5.40m (500 ).9m (400 ) MTCH LE MTCH LE * Vertical elevations are based upon the Detroit River, Low Water Datum, GLD 985 (El. 4.m (5. )). El. 6.4m (58 ) ** Vertical clearance for proposed bridge Existing Seawall (Riparian Edge) See sheet 5 of for list of property owners. Existing Seawall (Riparian Edge) shall be equal to or greater than vertical clearance navigational envelope for existing bridge. 00 Year Flood Plain Line 44.0m El. 6.4m (58 ) Prop. & Exist. Bridge Low Chord El. 8.4m (6.6 ) (45. ) 00 Year Flood Plain Line OHW El. 5.8m (55.4 ) 0 Meters Meters m (04.8 ) Exist. avigational Envelope MLW El. 4.m (5. ) 0 00 Exist. Bridge Low Chord Existing Main Span PL Exist Bridge.6m Proposed Bridge El..68m (.9 ) ** nternational Boundary.4m (550 ) to Tower Pier 55.8m (5 ) (pproximate Channel Limits) Feet pproximate Rock Line El m (45 ) 0 00 Feet 49.55m (69.8 ) (6.6 ) 55.8m (5 ) 400 ELEVTO m (6.4 ) Prop. Bridge Low Chord El..9m (4. ).m (56. ) (Typ. Span ) 00 Year Flood El. 6.4m (58 ) Exist. Bridge Chord El..05m (. ) PPLCT: BRDGE O.: WTERWY: MLE #: MUCPLTES: SHEET: Low 4.9m (40.8 ) 46.95m to Existing nchorage Pier For Tower Pier 4 details, see sheet 0 BHS-4 Prop. Bridge Chord El..08m (5. ) (54.0 ) PROPOSED BRDGE OVER DETROT RVER MTCH LE MTCH LE Tower Pier 4 Sta El m (66.8 ) Low DETROT TERTOL BRDGE COMPY DETROT RVER 9.5 REVSED JUE 9, 0 6 OF 66.40m (84.0 ).6m (0.4 ) to Prop. Pier 5 5.8m (00 ) 04.80m (000 ) 4.m (900 ) 4.84m.6m (00 ) 8.88m 5.40m (500 ).9m (400 ) PL D ELEVTO ( OF ) 6
8 UVERSTY VE W RVERSDE DR W :50 WYDOTTE ST 49.4m (8.4 ) Existing Piers to remain MTCH LE to Existing Tower Bent Huron Church Line Rd BHS m (04.8 ) BHS- BHS- BHS m (84 ) 5.m 5.m 5.m 5.m 5.m 5.m 5.m 5.m 5.m 5.m 5.m 5.m 5.m PETER ST BHS-9 VCTOR ST 8.6m m 0.05m to Proposed Tower Pier 6 (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (6 ) (9.0 ) (98.6 ) (98.6 ) BHS-0 For Pier details, see sheet Pier 5 Sta Pier 6 Sta Pier Sta Pier 8 Sta Pier 9 Sta Pier 0 Sta Pier Sta Pier Sta Pier Sta. +0. Pier 4 Sta Pier 5 Sta Pier 6 Sta Pier Sta Pier 8 Sta Pier 9 Sta Pier 0 Sta End Bridge Sta PL Meters Feet 5.8m 5.8m (00 ) (00 ) 04.80m 04.80m (000 ) (000 ) 8/6/0 :6:5 PM F:\PROJECT\ \struct\069_CD\planelev04a_ltr.dgn 4.m (900 ) 4.84m.6m (00 ) 8.88m 5.40m (500 ).9m (400 ) MTCH LE RVERSDE DRVE W.69m (4.6 ) (Typ. Span 4) UVERSTY VEUE W pproximate Rock Line El m (45 ) 0 0 Meters 50 PETER ST 0 00 ELEVTO Feet m * Vertical elevations are based upon the Detroit River, (900 ) Low Water Datum, GLD 985 (El. 4.m (5. )). VCTOR ST WYDOTTE ST PPLCT: DETROT TERTOL BRDGE COMPY BRDGE O.: WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: REVSED JUE 9, 0 SHEET: OF PROPOSED BRDGE OVER DETROT RVER 4.84m.6m (00 ) 8.88m 5.40m (500 ).9m (400 ) PL D ELEVTO ( OF )
9 Construction Cable Stays Cable Stays.95m (04.8 ) Out-to-Out 0.609m ( ) 0.44m.048m (0 ).60m ( ).60m ( ).60m ( ).m (4 ).m (4 ).60m ( ).60m ( ).60m ( ).048m (0 ) 0.44m (.44 ) Shoulder Lane Lane Lane Shoulder Shoulder Lane Lane Lane Shoulder (.44 ) % % TYPCL SECTO Meters Feet PPLCT: DETROT TERTOL BRDGE COMPY BRDGE O.: WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: REVSED JUE 9, 0 SHEET: 8 OF TYPCL SECTO PROPOSED BRDGE OVER DETROT RVER 8 8/6/0 :8:08 PM F:\PROJECT\ \struct\069_CD\typicalsection0.dgn
10 .65m (58.8 ) 5.00m (6.4 ) ELEVTO.55m (90.4 ) Driled Shafts 8/6/0 :9: PM F:\PROJECT\ \struct\069_CD\BMiscDet0.DG El. 50.9m (49. ).55m (90.4 ) Drilled Shaft SECTO -.58m (4. ) PPLCT: BRDGE O.: WTERWY: MLE #: MUCPLTES: SHEET: DETROT TERTOL BRDGE COMPY DETROT RVER 9.5 REVSED JUE 9, 0 9 OF PROPOSED BRDGE OVER DETROT RVER pproxim ate Rock Line TOWER PER 9
11 .65m (58.8 ) 5.00m (6.4 ) 8/6/0 ::5 PM F:\PROJECT\ \struct\069_CD\BMiscDet0.DG ELEVTO 5.5m (5. ) Driled Shafts El m (66.8 ) 5.5m (5. ) Drilled Shaft SECTO m (65.6 ) PPLCT: BRDGE O.: WTERWY: MLE #: MUCPLTES: SHEET: DETROT TERTOL BRDGE COMPY DETROT RVER 9.5 REVSED JUE 9, 0 0 OF PROPOSED BRDGE OVER DETROT RVER pproxim ate Rock Line TOWER PER 4 0
12 .95m (04.8 ) Proposed Bridge.00m (6.6 ).5m.m (69. ) 0.84m (.8 ) (.8 ).0m.96m (.5 ) (9. ) 0.0m (.0 ).80m (5.9 ) 8.50m.80m 8.50m.80m.96m.0m (5.9 ) (5.9 ) (.9 ) (.9 ) (9. ) (.5 ) 0.0m (.0 ).50m Varies (8. ) 6.0m (0. ) 4.00m (. ) 6.0m (0. ) 4.00m (. ) 6.0m (0. ).50m (8. ) 5.5m (8.9 ) PPLCT: DETROT TERTOL BRDGE COMPY BRDGE O.: WTERWY: DETROT RVER MLE #: 9.5 MUCPLTES: REVSED JUE 9, 0 SHEET: OF pproximate Rock Line PER ELEVTO PER SDE ELEVTO 8/6/0 PROPOSED BRDGE OVER DETROT RVER
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